Determine the horizontal displacement of point C on the frame shown in Fig. 9-20a. Take E members. 29(10) ksi and I 600 in for both 8 ft 4 k/ft 10 ft (a)
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Q: EXAMPLE Determine the horizontal displacement of point Con the frame shown in Fig. 9-20a. Take E =…
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- Determine the deflection at point D in mm. Using Moment Area Method.Let P =31 kN.EI = 14220 kNm^2(a) Compute the vertical deflection at C, the horizontal deflection at D and the rotation at A by the virtual work method. (b) If support E moves to the right by 5mm and settles downward by 10mm, compute the additional horizontal deflection at D. Given E=200GPa and I=108mm4 .The slotted arm OA rotates about a fixed axis through O. At the instant under consideration, θ = 32°, θ˙ = 47 deg/s, and θ¨ = 21 deg/s2. Determine the magnited of the force F applied by arm OA and the magnitude of the force N applied by the sides of the slot to the 0.3-kg slider B. Neglect all friction, and let L = 0.64 m. The motion occurs in a vertical plane.
- Determine the deflection at point C using moment area method. EI=constant, w=30 kN/m a=3m and L = 5md. What is the location of the absolute maximum moment from the left end of the beam? (in m) e. What is the moment of inertia (I) about the neutral axis of the section? (in mm^4) f. What is the first moment of an area (Q) about the neutral axis of the section? (in mm^3)determine the horizontal deflection at D in terms of EI for the frame shown.
- Determine the beam deflection at point B. Assume that E = 212 GPa and I = 374 × 106 mm4 are constant.B. In Fig. below; rod AB rotates about an axis through A and is connected to block D by a flexible and inextensible cable. Determine the linear velocity of block D when 0 = tan! ( 3 /4 ), and the angular velocity of AB is 2.5 rad / sec counterclockwise. Fig.2.B BCompute the horizontal and vertical components of the deflection at C in Figure P8.29. E = 200 GPa, A = 25 × 103 mm2 , and I = 240 × 106 mm4
- *(26-27): An isocles triangular plate of height 460 mm and base of 200 mm is submerged vertically in a water with its vertex at the liquid surface and the base is parallel to the liquid surface. 26. Calculate the total force acting on one side of the plate in KN? b.) 115.70 c.) 127.14 a.) 150.68 d.) 138.39 27. Locate the total force from the center of gravity of the plate. a.) 27.62 mm c.) 22.4 mm d) 38.33 mm b.) 40 mmUse area moment method in this problem and find the vertical reaction at C and A in kN and moment reaction at A in kN-m. Also the deflection at point B in mm. a=4m b=12kN/m c=40kNDetermine the following unknowns on the beam shown below using Area-Moment Method. Consider 150 mm x 150 mm section and E = 80 GPa. Note that: a = 3.7 m b = 31.0 kN/m c = 35 kN Find the ff. A. Vertical reaction at B in kN. B. Moment reaction at A in kN-m. C. Deflection at point C in mm. D. Deflection at midspan of AB in mm.